2-23 OI CAMA Minor Application & Permit

Oak Island
Local Government
2.23 Ol
Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environmental Quality,
and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management"
Issued to SeaCoast Homes LLC, authorizing development in the Estuarine Shoreline (AEC) at 5904 E. Yacht Dr. in Oak
Island, as requested in the permittee's application, received 1/12/23. This permit, issued on January 24th. 2023, is
subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations
and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine,
imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Clearing, grading, and construction of retaining wall within 40' buffer with associated development.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on 1/12/23.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at [phone] for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is inspected for
compliance. Any maintenance work or project modification not covered under
this permit, require further written permit approval. All work must cease when this
permit expires on:
DECEMBER31, 2026
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Courtney VT
ron
CAMA LOCAL PEOFFICIAL
4601 E. Oak Island Dr.
Oak Island, NC 28465
PERM1 rE
(Signature required if conditions above apply to permit)

Name: Seacoast Homes, LLC
Minor Permit # 2-23 01
Date:1124/23
Page 2 of 2
(5) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(6) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of normal high water. No portion of the
roof overhang shall encroach into the 30 ft. buffer.
(7) Any proposed for grading within the 30' buffer from the norm must be contoured to prevent additional stormwater
runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in a vegetated
state.
(8) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
(9) Prior to any development, silt fence shall be properly installed between all planned land disturbance and the
adjacent marsh and open water areas; the silt fence shall be properly maintained throughout the construction
period. Silt fence shall be installed such that it is properly toed -in to the soil.
(10) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Sedimentation and erosion control measures shall be properly
maintained throughout the construction period.
(11) This permit does not authorize development within any wetlands or open water areas.
(12) Double row of silt fencing must be installed along wetland boundary.
(13) Prior to any development, the permittee is required to contact the Local Permit Officer Courtney Milliron at (910)
201-8048 to mark the landward edge of the 30 ft. buffer.
SIGNATURE: DATE: _ 'Z ! 26.23
ERMITT

Oak Island
Local Government
2-23 01
Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environmental Quality,
and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management"
Issued to SeaCoast Homes LLC, authorizing development in the Estuarine Shoreline (AEC) at 5904 E. Yacht Dr, in Oak
Island, as requested in the permittee's application, received 1/12/23. This permit, issued on January 24th, 20231 is
subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations
and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine,
imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Clearing, grading, and construction of retaining wall within 40' buffer with associated development.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on 1/12/23.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at [phone] for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is inspected for
compliance. Any maintenance work or project modification not covered under
this permit, require further written permit approval. All work must cease when this
permit expires on:
DECEMBER 31, 2026
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Courtney I ron
CAMA LOCAL PER T OFFICIAL
4601 E. Oak Island Dr.
Oak Island, NC 28465
PERMITTEE
(Signature required if conditions above apply to permit)

Name: SeaCoast Homes, LLC
Minor Permit # 2-23 01
Date: 1/24/23
Page 2 of 2
(5) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(6) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of normal high water. No portion of the
roof overhang shall encroach into the 30 ft. buffer.
(7) Any proposed for grading within the 30' buffer from the norm must be contoured to prevent additional stormwater
runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in a vegetated
state.
(8) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
(9) Prior to any development, silt fence shall be properly installed between all planned land disturbance and the
adjacent marsh and open water areas; the silt fence shall be properly maintained throughout the construction
period. Silt fence shall be installed such that it is properly toed -in to the soil.
(10) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Sedimentation and erosion control measures shall be properly
maintained throughout the construction period.
(11) This permit does not authorize development within any wetlands or open water areas.
(12) Double row of silt fencing must be installed along wetland boundary.
(13) Prior to any development, the permittee is required to contact the Local Permit Officer Courtney Milliron at (910)
201-8048 to mark the landward edge of the 30 ft. buffer.
SIGNATURE:
PERMITTEE
DATE:

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U.S. Postal Service"
CERTIFIED MAILO RECEIPT
E3 1 Dornestic Mail Only
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M
Durb 6.m r, WC. -27WIru I'
ru Certified Mail Fee $4.00 0461
07
Extra Services & Fe add W III te)
0 Return Recelpt (hardeopy) $
r:'l 0 Return Receipt (electren1c) $ $0 00 Postmark
E3 E] Certified Mail Restricted Delivery $ $ Here
C3 []Adult Signature Required
0 E] Adult Signature Restricted Delivery $
0 Postage Cl 8 -4,
L11 $ 01 /10/2023
= Total Postage and Fee
$ - Sent T
0 T Ah #-et, r --------------------------
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;771
- C,-E R Y" E
N 2 2023
RY:-

N.C.. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MINOR PERMIT)
CERTIFIED MAIL RETURN RECEIPT REQUESTED or HAND DELIVERED
Nam' of Adj t Ripanau
f
City, Statezp
To Whoin It May Copeem:
Propprty C7wner
ECEIVE
IA N 1
BY
Date
This correspondence is to nat tV you as a riparian property owner that I .tort applying for a CA MA Minar permit to
on my property'At 4'' .)
in � ';1,1r1 t ��!., ,� Ca , which is adjacent to your property, A copy of theapplication and project
drawinK is attachedlenelwd for your review.
If"you-have no objections to the proposed activity,', please mark the appropriate statement below and return to me as soon
is possible. If tin comments -are received within 10 days of receipt of this notice, it will be considered that you have no
comments or objections regarding this project.
If you have objections or comments, please mark the appropriate statement below and send your correspondence to:
(LOCAL PERMIT OFFICER, NAME OF LOCAL. GOVERNMENT, MAILING ADDRESS CITY, STATE, ZIP CODE)
If you have any questions about the project, please do not h�sitaite. to contact me at my addres&tnu mber listed below, or
contact (LOCAL PERMITOFFICER) ICER) at (PHONE NUMBER), or -by email at: (LPO EMAIL).
ncercly;
Property 0vner's;.Name Telephone Number
_Address
City
State
-- I have no objection to the project described is tlds aorrespondence.
i have objection(s) to the project dmribed in this cbrrespon. denee.
,Adjacent_ Riparian Signature
Print or Type Thane
Date
Telephone Tel um ber
Zip
Address tarty State Zip
Revi5ed July 2022

VICINITY MAP
NOT TO SCALE
EAST YACHT
DRIVE
w w
N
�i
z
z z
LOT AREA - 13105.0 SF
TOTAL IMPERVIOUS AREA
(3D68.9/13105.0)100=23.4Y.
AREA OF ENVIRONMENTAL----]PERV
LAND MANAGEMENT
CONCERN LIES BETWEEN
ELIZABETH
I
PRELIMINARY SKETCH
THE NORMAL HIGH WATER
RIVER MARSH
AUGUST 2020
LINE AND THE 75'
ESTUARINE SHORELINE =
COASTAL
PROPOSED
BULKHEAD
4568.0 SF.
WETLANDS
BY OTHERS
MHWL = 1.9' ASL
IRS L 1 L2
i
CP
CP 4
_-
IRS
M
+1 20'
A191
NHWL BY n _
OTHERS
2
-
e
U
m
.J
30' PUBLIC
m
�1
I
PROPOSED
I
TRUST SHORELINE
L1 ! a
BULKHEAD
AREA & RETENTION CALCULATIONS
1=(580.3 SF X 1.5)/12-72.5 CF/22.1=3.3=4 CHAMBERS
75' ESTUARINE
2=(580.3 SF X 1.5)/12-72.5 CF/22.1=3.3=3 CHAMBERS
SHORELINE
3-(407.4 SF X 1.5)/12-50.9 CF/22.1=2.3-3 CHAMBERS
4-(580.3 SF X 1.5)/12-72.5 CF/22.1=3.3=3 CHAMBERS
C
5-(459.3 SF X 1.5)/12-57.4 CF/22.1=2.6=3 CHAMBERS
C
6-(459.3 SF X 1.5)/12-57.4 CF/22.1-2.6=3 CHAMBERS
TOTAL VOLUME TO BE RETAINED=383.2 CF
U
NOTE: SILT FENCE PER TOWN OF EROSION
OAK ISLAND STANDARD DETAIL OR CONTROL
4" 4" d 57 STONE C
APPROVED EQUAL
NOTE: CONSTRUCTION ENTRANCE TO BE 6
INCHES DEEP, 3.5 OZ. NON -WOVEN
C
UNDISTURBED SOIL I
(NCDOT APPROVED) DRAINAGE FABRIC. WITH PERVIOUS
GRAVEL
2-3" WASHED STONE (#4 WASHED DRIVEWAY
DETAIL
LIMESTONE AND/OR WASHED BALLAST MAY
BE UTILIZED IF THE 2-3 INCH WASHED
STONE IS UNAVAILABLE)
STORMWATER NOTES:
1. DEVIATION FROM THIS PLAN INCLUDING INSTALLATION,
QUANTITIES, PLACEMENT, MATERIALS, AND PRODUCTS
REQUIRES PRIOR APPROVAL BY THE STORMWATER
ADMINISTRATOR.
2. REFER TO MOST CURRENT NCDEO STORMWATER DESIGN
MANUAL FOR STORMWATER DESIGN INFORMATION,
SPECIFICATIONS, SEED MIXTURES AND RATES BY SEASON,
SEEDBED PREPARATION, FERTILIZER, LIME, AND MULCH
TYPES/RATES.
IRS
3. STORMWATER PRODUCTS AND PIPE MANUFACTURER'S
10.4 tt
RECOMMENDATIONS FOR INSTALLATION MUST BE FOLLOWED.
1' CONCRETE B
4. CONSTRUCTION DEBRIS/MATERIALS WILL NOT BE ALLOWED
PERVIOUS
ON TOWN OR STATE MAINTAINED PROPERTY WHICH
EDGE OF PAVEMENT
JI J 3
m m
m m 0O O
o 2
d'
PORCf
��'
I
0
1 STORY
fi�BRABLE
_5
qOOM-..-
RESIDENCE T"
ONI PILING R
FfOUNDa.
4
in'.
BY:
60.00'
N 75'20'00" W
INCLUDES SIDEWALKS AND S
ImgmsRrI�cTAKlrc 5904 EAST YACHT DRIVE
S 70' 1
S 60'5
9.9'3 10.0't
60' PUBLIC RIGHT—OF—WAY ENCAPSULATE
10" #57 STONE WITH EROSION
GRADE CONTROL FABRIC
INFILTRATOR
o QUICK4 PLUS HIGH
CAPACITY CHAMBER
IRF=IRON ROD OR REBAR FOUND
AND END CAPS
PF=PIPE FOUND
MBL=MINIMUM BUILDING LINE
M
UNDISTURBED SOIL
IRS=IRON REBAR SET
1.0' #57
STONE
3.5'
TP=TELEPHONE PEDESTAL
CP=CALCULATED POINT
(LOAD BEARING)
TRAN=TRANSFORMER
CHAMBER DETAIL
C
FFEtFINISHED FLOOR ELEVATION
BFE=BASE FLOOD ELEVATION
22.1
F / PER 4' SECTION
CAMA=COASTAL AREA MANAGEMENT AGENCY
OAK
GRAPHIC SCALE
SSMH=SANITARY SEWER MANHOLE
SSCO=SANITARY SEWER CLEAN OUT
ISLAND
0
210 20 40
F. E. M.A.=FEDERAL EMERGENCY MANAGEMENT
AGENCY
6
F. 1.R.M.- FEDERAL INSURANCE RATE MAP
1 INCH - 40 FEET
AEC=AREA OF ENVIRONMENTAL CONCERN
FRONT= 25
MWR LINE
TEeHr Uc
SIDE= a•
TAX PARCEL # 2361A023
FLOOD CERTIFICATION:
i. THIS PROPERTY LIES WITHIN F.E.M.A. SPECIAL FLOOD HAZARD AREA AE-11
AS SHOWN ON F.I.R.M. 3720207600K, DATED 8/28/18.
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
2. ALL SET CORNERS ARE 5/8" IRON REBAR UNLESS OTHERWISE NOTED.
3. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS OF
WAYS AND RESTRICTIONS NOT DISCERNIBLE BY OBSERVATION AT THE
TIME OF SURVEY OR THAT MAY BE OF RECORD. NO TITLE SEARCH BY
THOMAS D. VON CANON.
REFERENCES:
1. PLAT OF TRANQUIL HARBOUR, SECTION X, DATED MAY 18TH, 1959.
RECORDED IN MAP CABINET 5, PACE 96, IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
2. DEED BOOK 1701, PAGE 350, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
STORMWATER RETENTION AND
EROSION CONTROL PLAN
FOR: TODD TANCK
LOT 3
BLOCK 5, SECTION X
TRANQUIL HARBOUR
LONG BEACH, SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
VCS & CO., INC. C-2160
8509 EAST OAK ISLAND DRIVE
UNIT 1
V C S OAK ISLAND, NG
TELE. (704) 361 —1557
13 9 EMAIL vcsbrunsco0ec.rr.com

VICINITY MAP
Nb7E, THE C.A. M.A. TOTAL COASTAL WETLANDS
AREA OF ENVIRONMENTAL PER LAND MANAGEMENT
NOT TO SCALE
CONCERN LIES BETWEEN ELIZABETH
THE NORMAL HIGH WATERRVER
PRELIMINARY SKETCH
AUGUST 2020
LINE AND THE 75, MARSH
PROPOSED
COASTAL
ESTUARINE SHORELINE = WETLANDS
BULKHEAD
4568.0 SF. BY OTHERS MHWL = 1.9' ASl
LE
L1
L2
�
EAST YACHT DRIVE
CP
CPI 4 IRS
w w
¢NHWL
m
0
w
n
1 — —
BY
20MBBL OTHERS n
W W
Z 2
W �
Z `
�
I
_ 10
30' PUBLIC
PROPOSED TRUST SHORELINE
LOT AREA = 13105.0 SF
TOTAL IMPERVIOUS AREA
I I
BULKHEAD
_ I
(3066.9/13105.0)100=23.49.
17I
H _ DO
1: TWO (2) TREES TO BE 15' IN HEIGHT
I I I
N I O•
OR OVER AT MATURITY MUST BE PLANTED
OR REMAIN AFTER CONSTRUCTION PER
¢ I
W
N
EACH 1450 SF. OF LOT AREA.
3: I
I I�
2: ONE 9' X 18' PARKING AREA MUST
75' ESTUARINE r----.�
L'- SHORELINE d. ml
m
BE PROVIDED ON THIS PROPERTY PER
I
I-�
HABITABLE ROOM MINUS ONE
COMPLETELY OFF OF THE STREET
RIGHT-OF-WAY.
L/ / I- I N '�Hml
2
m O
pl 2
I O
_� Iw
�
_
I O* I I I�.II' I .'
®p/�
G E O E
O PORCH
� m
N
nr
`n a l I
1
51,L� I I
N 12 2023
LiJ I I-
LL
RES DEN I^ 1
I Z
Z 9.5,
ON PILI�ICt �V
FOUNDATION 1
k7
I
25' MBL--
n
't!vAs
DRNE _
IRS 7° 1F
. 11.7't
10.4 f syco "`-o
(1 DRIRS 60.00
20' I
.0
z4.0' N 75'20'00" W
EDGE OF PAVEMENT g �..
't
5904 EAST YACHT
LINE BEARING DISTANCE
10DRIVE
L1 S 70'10'39" E
1.75' 60' PUBLIC RIGHT—OF—WAY
L2 S 60'57'37" E
21.62'
L3 S 67'25'23" E
29.05'
L4 S 69'01'59" E
8.60'
LEGEND(IF USED)
,``®Y7i�Uillii
IRF=IRON ROD OR REBAR FOUND
PF=PIPE FOUND OAK
AR Q r �
MBL=MINIMUM BUILDING LINE ISLAND
IRS=IRON REBAR SET
��4 S/•,'S° �,
TP=TELEPHONE PEDESTAL ZONING
CP=CALCULATED POINT
GRAPHIC SCALE
TRAN=TRANSFORMER R6
20 0 10 20 40
-7
A Z
FFE=FINISHED FLOOR ELEVATION
BFE=BASE FLOOD ELEVATION SETBACKS
INCH FEET
CAMA=COASTAL AREA MANAGEMENT AGENCY
i = 40
'•,
SSMH=SANITARY SEWER MANHOLE FRONT= 25'
SSCO=SANITARY SEWER CLEAN OUT SIDE � '
O f� r
F.E.M.=FEDERAL EMERGENCY MANAGEMENT
A
"gc����� •� G y�'►
AGENCY
F,I.R.M.- FEDERAL INSURANCE RATE MAP
:V(3C��.P
AEC=AREA OF ENVIRONMENTAL CONCERN
MHWL=MEAN HIGH WATER LINE
TAX PARCEL # 2361A023
FLOOD CERTIFICATION:
THIS PROPERTY LIES WITHIN F.E.M.A. SPECIAL FLOOD HAZARD AREA AE-11
AS SHOWN ON F.I.R.M. 3720207600K, DATED 8/28/18.
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
2. ALL SET CORNERS ARE 5/8" IRON REBAR UNLESS OTHERWISE NOTED.
3. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS OF
WAYS AND RESTRICTIONS NOT DISCERNIBLE BY OBSERVATION AT THE
TIME OF SURVEY OR THAT MAY BE OF RECORD. NO TITLE SEARCH BY
THOMAS D. VON CANON.
REFERENCES:
1. PLAT OF TRANQUIL HARBOUR, SECTION X. DATED MAY 18TH, 1959.
RECORDED IN MAP CABINET 5, PAGE 96, IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
2. DEED BOOK 4879, PAGE 1218, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
PRELIMINARY SITE PLAN
I FOR: TODD TANCK I
LOT 3
BLOCK 5, SECTION X
TRANQUIL HARBOUR
LONG BEACH, SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
VCS & CO., INC. C-2160
8509 EAST OAK ISLAND DRIVE
UNIT 1
V C S OAK ISLAND, NG
TELE. [phone]
a g EMAIL [e-mail]

NO H A.M.A. T TA l
COASTAL WETLANDS
VICINITY MAP
AREA OF ENVIRONMENTAL
PER LAND MANAGEMENT
NOT TO SCALE
CONCERN LIES BETWEEN ELIZABETH
PRELIMINARY SKETCH
THE NORMAL HIGH WATER
RIVER
MARSH
AUGUST 2020
LINE AND THE 75,
COASTAL
PROPOSED
ESTUARINE SHORELINE =
4568.0 SF.
WETLANDS
BULKHEAD
BY OTHERS
MHWL = 1.9' ASL
11
1I
LLJ —,
IRs L1L2
W Q ��
CP
EAST YACHT DRIVE
CP 4 IRS
I o
U
O n
NHWL BY
MB 2p' L �, OTHERS n
m m
o
=
O�._�.--�
`O
�1 iO
Irn J
a
30' PUBLIC
V l D7
41
TRUST SHORELINE
LOT AREA = 13105.0 SF
TOTAL IMPERVIOUS AREA
^ a
Ll J
q
I
PROPOSED
BULKHEAD
I
(3066.9/13105.0)100=23.47,
c
' I O
L1J O
AREA W RETENTION CALCULATIONS
1=(580.3 SF X 1.5)/12=72.5 CF/22.1=3.3=4 CHAMBERS
75' ESTUARINE/
2=(580.3 SF X 1.5)/12=72.5 CF/22.1=3.3=3 CHAMBERS
SHORELINE �}
3=(407.4 SF X 1.5)/12=50.9 CF/22.1=2.3=3 CHAMBERS
.M
4=(580.3 SF X 1.5)/12=72.5 CF/22.1=3.3=3 CHAMBERS
(�
5=(459.3 SF X 1.5)/12=57.4 CF/22.1=2.6=3 CHAMBERS
6-(459.3 SF X 1.5)/12=57.4 CF/22.1-2.6-3 CHAMBERS
TOTAL VOLUME TO BE RETAINED=383.2 CF
L
NOTE: SILT FENCE PER TOWN OF EROSION
OAK ISLAND STANDARD DETAIL OR CONTROL
_
4" (% 57 STONE C
APPROVED EQUAL FABRIC
C
NOTE: CONSTRUCTION ENTRANCE TO BE 6
UNDISTURBED SOIL d
INCHES DEEP, 3.5 OZ. NON -WOVEN
(NCDOT APPROVED) DRAINAGE FABRIC, WITH PERVIOUS
GRAVEL d
2-3" WASHED STONE (#4 WASHED DRIVEWAY
DETAIL
LIMESTONE AND/OR WASHED BALLAST MAY
L
BE UTILIZED IF THE 2-3 INCH WASHED
STONE IS UNAVAILABLE)
STORMWATER NOTES:
1. DEVIATION FROM THIS PLAN INCLUDING INSTALLATION,
QUANTITIES, PLACEMENT, MATERIALS, AND PRODUCTS
REQUIRES PRIOR APPROVAL BY THE STORMWATER
ADMINISTRATOR.
2. REFER TO MOST CURRENT NCDEQ STORMWATER DESIGN
MANUAL FOR STORMWATER DESIGN INFORMATION,
SPECIFICATIONS, SEED MIXTURES AND RATES BY SEASON,
SEEDBED PREPARATION, FERTILIZER, LIME, AND MULCH
TYPES/RATES.
IRS
J
m �m
_
m
O
2
o
=I
5 HABITABLE I LiAll
VE
- -- —ROOM-
RESIDENCE /
ON, PILING
. FOUNDATION - 2U^^mH
L 23�
3. STORMWATER PRODUCTS AND PIPE MANUFACTURER'S
Go � ORAL IRS
10.4'f -Y' S00 60.00'
RECOMMENDATIONS FOR INSTALLATION MUST BE FOLLOWED. 1' CONCRETE BORDER --I
I N 75`2O'OO" W
4. CONSTRUCTION DEBRIS/MATERIALS
WILL NOT BE ALLOWED PERVIOUS GRAVEL
EDGE OF 9 6't 't
ON TOWN OR STATE MAINTAINED PROPERTY WHICH PAVEMENT
INCLUDES SIDEWALKS AND STREETS. 5904
EAST YACHT
LINE BEARING
DISTANCE
,DDRIVE
Ll S 70'10'39" E
1.75' 60'
PUBLIC RIGHT—OF—WAY ENCAPSULATE
L2 S 60'S7'37 E
21.62'
10 57 STONE WITH EROSION
� CONTROL FABRIC
L3 S 67'25'23" E
L4 S 69'01S9 E
29.05'
8.60'
GRADE
INFILTRATOR
OUICK4 PLUS HIGH
;o97off 1ff(ff
LEGEND (IF USED)
�J CAPACITY CHAMBER
^(N `+
ANIQf. ai
IRF=IRON ROO OR REBAR FOUND
IFOUND
' AND END CAPS
+
MBLPMNIMUMBUILDING LINE
UNDISTURBED SOIL
1.0' #57 STONE�3.5'
$
O : 9
IRS=IRON REBAR SET
TP=TELEPHONE PEDESTAL
,: QG
CP=CALCULATED POINT
(LOAD BEARING)
TRAN =TRANSFORMER
CHAMBER DETAIL
= a
FFE=FINISHED FLOOR ELEVATION
BFE=BASE FLOOD ELEVATION 22.1 F / PER 4' SECTION
CAMA=COASTAL AREA MANAGEMENT AGENCY OAI( GRAPHIC SCALE
i G� O2m�
v[f „
SSMH=SANITARY SEWER MANHOLE
SSCO=SANITARY SEWER CLEAN OUT
ISLAND
ZO NI 20 10 20 40
•V`�f�,j
F.E.M.A.=FEDERAL EMERGENCY MANAGEMENT
R6
y ,��
AGENCY
F.
FEET
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AEC=AREAFEDEOF N VIRONMENTAL CONCERN
FRONT=25K 1 INCH = 40
MHWL=MEAN HIGH WATER LINE
NHWL=NORMAL HIGH WATER UNE
SIDE= 8' TAX PARCEL # _ 2361A023
REAR— 20' —
FLOOD CERTIFICATION:
1. THIS PROPERTY LIES WITHIN F.E.M.A. SPECIAL FLOOD HAZARD AREA AE-11
AS SHOWN ON F.I.R.M. 3720207600K, DATED B/28/18.
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
2. ALL SET CORNERS ARE 5/8- IRON REBAR UNLESS OTHERWISE NOTED.
3. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS OF
WAYS AND RESTRICTIONS NOT DISCERNIBLE BY OBSERVATION AT THE
TIME OF SURVEY OR THAT MAY BE OF RECORD. NO TITLE SEARCH BY
THOMAS D. VON CANON.
REFERENCES:
1. PLAT OF TRANQUIL HARBOUR, SECTION X. DATED MAY 18TH, 1959.
RECORDED IN MAP CABINET 5, PAGE 96. IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
2. DEED BOOK 1701, PAGE 350, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
STORMWATER RETENTION AND
EROSION CONTROL PLAN
FOR: TODD TANCK
LOT 3
BLOCK 5, SECTION X
TRANQUIL HARBOUR
LONG BEACH, SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
VCS & CO., INC. C-2160
8509 EAST OAK ISLAND DRI'
UNIT 1
ts
S OAK ISLAND, NC
TELE. (704) 361 —1557
EMAIL vcsbrunsco®ec.rr.com